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Home My WebLink AboutAggieland Business Park Ph3A Blk6 Lt201/2 INCH ROD F ` V 1/2 INCH IR ` ROD FOUND \ 1/2 INCH IRON ROD FOUND _ 7 •1 30 0 e0 SCALE IN FEET CERTIFICATE OF THE SURVEYOR STATE OF TEXAS COUNTY OF BRAZOS I, Brad Kerr, Registered Professional Land hereby certify that this plat is true and c survey of the property and that the prop under my supervision on the ground. f CERTIFICATE OF OWNERSHIP AND DEDICATION STATE OF TEXAS COUNTY OF BRAZOS 1 GO -YEAR PLAIN 4502, in the State of Texas, pr ` ared from an actual and onuments were placed . R.P.L.S. No. 4502 oioaoeo°ooeaeooeoo BRAD KERR 00000soe000e00000e o" 0 4502 I, S,m 9"o , 6e bye. of G -Con Manufacturing, Inc., owner and developer of the land shown on this plat, and designated herein as the Aggieland Business Park, Phase 3A, in Brazos County, Texas, and whose name is subscribed hereto, hereby dedicate to the use of the public forever all streets, alleys, parks, greenways, infrastructure, easements, and public places therein expressed. All such dedications shall be in fee simple u ess expressly provided otherwise. 1/2 INCH IRON ROD FOUND _70.55' Jones Road 70' R.O.W. 24' PAVEMENT 10' CITY OF BRYAN ELECTRICAL EASEMENT 1935/279 ' 20' PUE (TYP•) BLOCK 6 LOT 20 8.824 ACRES MIN FF=306.0' PRIVATE DRAINAGE EASEMENT WIDTH VARIES 20' PUE- (TY'.) 60' BTU ELECTRICAL EASEMENT 208/461 $/8 INCH IRON ROD FOUND - CM 20' PUE 8562/146 TI �Eq 'QS II sus �D CIO 15' PUE 8930/158 I F ' , q">0 I \ ,0� � 99 AGGIELAND BUSINESS PARK, PHASE 1 I I?ti' VOL 9728, PG. 17 G -CON Manufacturing, Inc. I LOT IA -1 I I 40'X60' PUBLIC ACCESS I I I 1.880 AC. EASEMENT I 9728/17 I I I ( I I I w I I 15' PUE II 9728/17 II AGGIELAND BUSINESS PARK, PHASE 1 I I VOL 9728, PG. 17 I IG -CON Manufacturing, Inc. � I I LOT IA -2 I I I I 1.485 AC. I I J f \ 111 I A0 NGo NAIL — FOUND - CM 30' CESS EASEMENT 8502/146 \ SO AGGIELAND BUSINESS PARK, PHASE 1 VOL 9728, PG. 17 60 — JONES ASSOCIATES, LTD. G -CON Manufacturing, Inc. 16' PUE REM. 79-169 ACRE TRACT I I I (TYPICAL) 7020/244 \� \ \ I I 8562/146 I \ LOT 1B-1 \ \ 1.490 AC. I I 10' PUE I I I 1 — — — — — — 1/2 INCH IRON \!y ROD FOUND I I I 1 20 PUE \ 9728/17 LOT 1B-2 \�> 1.987' AC. I \ \ I I I 20' PUE ' 8562/146 I \ \ I I CERTIFICATE OF THE COUNTY CLERK 1/2 INCH 1 AGGIELAND BUSIN PARK; PHASE 1 ROD F D Zg6 I I VOL 972A PG. 17 STATE OF TEXAS \(fl 60 -JONES AS IAIES, LLC. I COUNTY OF BRAZOS 1, �11(: C-Qa +"�QA.rg n., County Clerk, in and for said county, do hereby certify that this plat together its cert'ficates f authentication was filed for record in my office the day of � 1�0, in the Official Records of \ I I I Brazos County, Texas, in Volume Page _�_ \� ACCESS EASEMENT WITNESS my hand and official Seal, at my office in Bryan, Texas. \ 1 I I I 8562/146 I20' PUE • 8562/146 0_(1 "IN - County Clerk Brazos County,ea.�-�--- L ._.._.._.._.._.._.._.._.._.._.._ . _.._ xas�,� — - - L8 ............. _..—. CE FICATE OF P NNING AND ZONING COMMISSION I, j Chairman of the Planning and Zoning Commission of the C t of Colle a Station, hereby certif at th attached t was a roved 36PRIVATE y g y pjg pp I to DRAINAGE ;EASEMENT / by Commission on the day of !�a L 6Q. c- ` 20 ci I 8562/146 APROXIMATE 100 -YEAR FLOOD I Ch PLAIN LIMITS 16' PUE (TYPICAL) 8562/146 NOTES: 1. BEARING SYSTEM SHOWN HEREON IS BASED ON STATE PLAIN CENTRAL ZONE GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. 2. DISTANCES SHOWN HEREON ARE GRID DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN SURFACE DISTANCES MULTIPLY BY A COMBINED SCALE FACTOR OF 1.000102465016404 (CALCULATED USING GEOIDI2A). 3. CM- CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY LINES. 4. NO PORTION OF THIS TRACT IS WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE F.E.M.A. FLOOD INSURANCE RATE MAP FOR BRAZOS COUNTY AND INCORPORATED AREAS, MAP NO. 48041 CO285E, EFFECTIVE DATE: MAY 16, 2012. T— 5. THE LAND USE IS COMMERCIAL. 6. THIS DEVELOPMENT IS WITHIN EXTRA -TERRITORIAL JURISDICTION (ETJ) OF THE CITY COLLEGE STATION. 7. CURVE LENGTHS SHOWN ARE CHORD LENGTHS. I8. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE WELLBORN SPECIAL UTILITY DISTRICT. THE WATERLINES WILL BE DESIGNED AND CONSTRUCTED TO CITY OF COLLEGE STATION SPECIFICATIONS AND STANDARDS AND WILL BE LOCATED IN UTILITY EASEMENTS AT THE FRONT OF THE RESIDENTIAL LOTS. THESE WATERLINES WILL PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS. I9. A WATER DESIGN REPORT FOR THIS SUBDIVISION WILL BE PROVIDED PER CITY STANDARDS. I 10. ELECTRIC SERVICE FOR THIS DEVELOPMENT WILL BE PROVIDED BY BRYAN TEXAS UTILITIES (BTU). THE ELECTRIC DISTRIBUTION LINES WILL BE LOCATED IN THE 16' UTILITY EASEMENT AT THE FRONT OF THE LOTS AND IN THE SIDE LOT EASEMENTS. ELECTRICAL DISTRIBUTION LINES MAY ALSO BE LOCATED IN THE 20' P.U.E. ALONG THE PERIMETER OF THE SUBDIVISION. ADDITIONAL EASEMENTS WILL BE PROVIDED AS REQUIRED BY BTU. 11. LOTS ARE TO BE SEWERED BY INDIVIDUAL ON-SITE SEWAGE FACILITIES (OSSFs) WHICH L — MUST COMPLY WITH ALL COUNTY & STATE OSSF REGULATIONS. ALL OSSF CONSTRUCTION MUST HAVE AN "AUTHORIZATION TO CONSTRUCT" PERMIT ISSUED BY THE BRAZOS COUNTY HEALTH DEPARTMENT. THIS PERMIT ENSURES COMPLIANCE WITH THE COUNTY ORDER ADOPTED BY THE PROVISIONS OF SECTION 21.084 OF THE TEXAS WATER CODE. ON-SITE • SEWAGE FACILITIES DISPOSAL AREAS SHALL NOT ENCROACH THE 100 FOOT OR THE 150 FOOT SANITARY ZONE OF A PRIVATE OR PUBLIC WELL, RESPECTIVELY. 12. DRAINAGE OF THE LOTS WILL FOLLOW NATURAL DRAINAGE PATTERNS. BORROW DITCHES WILL CONVEY RUNOFF TO CULVERT STRUCTURE OR TO NATURAL DRAINAGES. THE EXISTING DRAINAGE WAYS SHALL BE PRESERVED IN THEIR CONDITIONS AND THE NATURAL FLOW OF WATER IN THE EXISTING DRAINAGE WAYS SHALL NOT BE OBSTRUCTED. 13. ALL TREES AND BRUSH SHALL BE REMOVED FROM THE ROADWAY RIGHTS-OF-WAY, RIGHTS-OF-WAY DEDICATIONS AREAS AND PUBLIC UTILITY EASEMENTS. 14. THERE SHALL BE A 5' WIDE EASEMENTS FOR ANCHORS AND. GUY NECESSARY TO HELP SUPPORT OVERHEAD UTIITY LINES. SAID EASEMENTS WILL EXTEND 20' BEYOND ANY UTILITY EASEMENTS. 15. BUILDING SETBACKS ARE 25' ADJACENT TO ALL STREETS. 16. BRAZOS COUNTY WILL NOT BE RESPONSIBLE FOR MAINTAINING THE PRIVATE DRAINAGE EASEMENTS. THE PROPERTY OWNERS OR POA WILL MAINTAIN THE PRIVATE DRAINAGE L EASEMENTS. 17. FENCES, GRADING AND LANDSCAPING CANNOT IMPEDE THE FLOW OF WATER IN THE PRIVATE DRAINAGE EASEMENTS. F 18. STORMWATER DETENTION WILL BE PROVIDED FOR EACH LOT. THE DETENTION FACILITY MAY BE LOCATED ON THE LOT OR PROVIDED DOWNSTREAM IN A DETENTION FACILITY THAT SERVES MORE THAN ONE LOT. PRIVATE DRAINAGE EASEMENTS ARE SHOWN ON THE PLAT TO ACCOMMODATE THE CROSS LOT RUNOFF FOR THE DETENTION FACILITY DISCHARGE OR TO CONVEY THE DEVELOPED CONDITIONS RUNOFF TO A SHARED DETENTION FACILITY. A STORMWATER DETENTION FACILITY DESIGN WILL BE PROVIDED FOR EACH LOT WITH THE DEVELOPMENT OF THE LOT AND THE DESIGN SHOULD BE SUBMITTED TO THE BRAZOS COUNTY ENGINEER FOR REVIEW. 19. DRIVEWAYS FOR EACH LOT ARE REQUIRED TO HAVE A PERMIT FROM THE BRAZOS COUNTY ROAD AND BRIDGE DEPARTMENT. ALL DRIVEWAY CONSTRUCTION TO BE IN ACCORDANCE WITH THEIR REQUIREMENTS. 20. THE FOLLOWING EASEMENTS DO APPLY TO THIS TRACT: 20.1. 10h - EASEMENT TO CITY OF BRYAN 98/299 - BLANKET IN NATURE - NOT PLOTTABLE 20.2. 10j - EASEMENT TO BRUSHY WATER SUPPLY 256/272 ASSIGNED IN 6379/287 - BLANKET IN NATURE - NOT PLOTTABLE 21. LOT 20, BLOCK 6 WAS SHOWN ON THE PRELIMINARY PLAN AS LOTS 20A, 20B, AND A L — PORTION OF LOT 24 METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OF LAND LYING AND BEING SITUATED IN THE J. H. JONES SURVEY, ABSTRACT NO. 26, BRAZOS COUNTY, TEXAS. SAID TRACT BEING A PORTION OF THE REMAINDER OF A CALLED 79.169 ACRE TRACT DESCRIBED AS TRACT ONE BY A DEED TO 60 -JONES ASSOCIATES, LTD. RECORDED IN VOLUME 7020, PAGE 244 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS. SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A 5/8 INCH IRON ROD FOUND ON THE SOUTHWEST LINE OF JONES ROAD MARKING THE NORTH CORNER OF LOT 1A-1, BLOCK 1, AGGIELAND BUSINESS PARK, ACCORDING TO THE PLAT RECORDED IN VOLUME 9728, PAGE 17 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, AND THE EAST CORNER OF SAID 79.169 ACRE TRACT; THENCE: S 44° 11' 15" W ALONG THE COMMON LINE OF SAID 79.169 ACRE TRACT AND SAID BLOCK i FOR A DISTANCE OF 397.11FEET TO AN ANGLE POINT IN SAID LINE; THENCE: S 40 58'09" W CONTINUING ALONG THE COMMON LINE OF SAID 79.169 ACRE TRACT AND SAID BLOCK 1, AT 229.00 FEET PASS A 60D NAIL FOUND MARKING THE COMMON CORNER OF LOTS 1B-1 AND 113-2 OF SAID BLOCKI, CONTINUE ON FOR A TOTAL DISTANCE OF 610.14 FEET TO A 1/2 INCH IRON ROD SET ON THE COMMON LINE OF SAID 79.169 ACRE TRACT AND LOT 2, BLOCK 1, AGGIELAND BUSINESS PARK, ACCORDING TO THE PLAT RECORDED IN VOLUME 8562, PAGE 146 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, SAID IRON ROD SET MARKING THE SOUTH CORNER OF THIS HEREIN DESCRIBED TRACT; THENCE: THROUGH SAID 79.169 ACRE TRACT FOR THE FOLLOWING CALLS: N 07° 28'45" E FOR A DISTANCE OF 286.51 FEET TO A 1/2 INCH IRON ROD SET; N 17° 47'01 " E FOR A DISTANCE OF 195.98 FEET TO A 1/2 INCH IRON ROD SET; N 06° 54' 47" W FOR A DISTANCE OF 259.63 FEET TO A 1/2 INCH IRON ROD SET; N 010 36'04" W FOR A DISTANCE OF 242.45 FEET TO A 1/2 INCH IRON ROD SET; N 25° 01' 37" W FOR A DISTANCE OF 104.29 FEET TO A 1/2 INCH IRON ROD SET; N 130 41'21" E FOR A DISTANCE OF 238.71 FEET TO A 1/2 INCH IRON ROD SET ON THE SOUTHWEST LINE OF JONES ROAD MARKING THE NORTH CORNER OF THIS HEREIN DESCRIBED TRACT; THENCE: S 47° 39'02" E ALONG THE SOUTHEAST LINE OF JONES ROAD FOR A DISTANCE OF 819.07 FEET TO THE POINT OF BEGINNING CONTAINING 8.824 ACRES OF LAND. BEARING SYSTEM SHOWN HEREIN IS BASED ON GRID NORTH AS. ESTABLISHED FROM GPS OBSERVATION. �iJF _r: lrn� r•_. - - 0C T -v T-:I;I iitlt f -�: r.�-;y-• I. t,,l^1�:. _i...y �1�{'�r;a=¢r•s1_ �" t iffj _''}_ ;,,: _•� i!?7: I?1 1 i4 ;�ii: {t_'•'�.`t:_` t , ;•,i.a i . _ " s� Ac _3 -'''-=`"s'^f:, 4'�i_rgj` f-1 I �_v,•__ --';fi —•j- - �� _i]� is _- Iii _- �j}'i! { �. %Iempr MIN VICINITY MAP AGGIELANDUSINESS PARK, PHASE 1 I VO9728, PG. 17 60 -JONES ASSOCIATES, LLC. \ CERTIFICATE OF CITY ENGINEER — 4 I \ City Engineer of the City of College Station, Texas, I _7 hereby certify that this Subdlviislon Plat conforms to the requirements of the I 30' PRIVATE DRAINAGE EASgMENT G -Con Manufacturing, Inc. Subdivision Regulations of the City of College Station. 1/2 1 CH IR 8562/146 Rob FOUND I STATE OF TEXAS I COUNTY OF BRAZOS City LOT 2 Before me, the undersigned authority, on this day personally appeared 351 mil -Ace � City of College Station known to me to be the person whose name is subscribed to the foregoing I14.717 AC. instrument, and acknowledged to me that he executed the same for the purpose and CERTIFICATE OF COUNTY JUDGE consideration therein stated. 20' PUE -rN This subdivision was duly approved by the Commissio ers Courty of Brazos County, 8562/146 Given under my hand and seal on this. J` day of D�031P.W .- 20_14_. xas, as the F' al Plat of such subdivision on day of 20 I gyr6alhisi t e day ofM9 20 Notary Pubic, State of Texas I • +J, � Comm. Expires 03 29-2020 Notary Public, razos County, Texas 'M a Nolaiy ID 1�11193b919 ounty Judge, Brazos ounty - � I Ir II LEGEND PROPERTY BOUNDARY — — PROPOSED PUBLIC UTILITY EASEMENT (P.U.E) - - - - - - - - - - - - - - PROPOSED PUBLIC DRAINAGE EASEMENT (P.D.E) - • — • — - - PROPOSED PRIVATE DRAINAGE EASEMENT — — EXISTING PUBLIC UTILITY EASEMENT (P.U.E) - - - - - - - - - - - EXISTING PUBLIC DRAINAGE EASEMENT (P.D.E) - • — - — • - EXISTING PRIVATE DRAINAGE EASEMENT - - - - - - - - EXISTING PUBLIC ACCESS EASEMENT (P.A.E.) O PROPERTY CORNER . �� 302 100 -YEAR WATER SURFACE ELEVATION b I I-010raw-9 Walk I AGGIELAND BUSINESS PARK IMEN453M OW45 8.824 ACRES J.H. JONES SURVEY, A-26 COLLEGE STATION, BRAZOS COUNTY, TEXAS 1 LOT BLOCK 6, LOT 20 G -CON MANUFACTURING, INC. 6166 Imperial Loop, Suite 101 College Station, TX 77845 (979) 431-0700 SCALE 1" = 60' OCTOBER, 2016 SURVEYOR: Brad Kerr, RPLS No. 4502 Kerr Surveying, LLC 409 N. Texas Ave. Bryan, 'TX 77803 (979)268-3195 I ILIMM, Schultz Engineering, LLC TBPE NO. 12327 911 SOUTHWEST PKWY E. College Station, Texas 77840 (979)764-3900 UNE TABLE LINE # LENGTH DIRECTION Ll 68.87' ST 36' 59'W L2 58.19' S2V 41' 44'W L3 89.31' S11' 48' 3eW L4 102.51' S25' 38' 08"E L5 43.16' S62' 00' 05"E L6 83.79' S15' 50' 23"W L7 75.91' S4. 20' 10"W L8 51.82' S47' 39' 02"E b I I-010raw-9 Walk I AGGIELAND BUSINESS PARK IMEN453M OW45 8.824 ACRES J.H. JONES SURVEY, A-26 COLLEGE STATION, BRAZOS COUNTY, TEXAS 1 LOT BLOCK 6, LOT 20 G -CON MANUFACTURING, INC. 6166 Imperial Loop, Suite 101 College Station, TX 77845 (979) 431-0700 SCALE 1" = 60' OCTOBER, 2016 SURVEYOR: Brad Kerr, RPLS No. 4502 Kerr Surveying, LLC 409 N. Texas Ave. Bryan, 'TX 77803 (979)268-3195 I ILIMM, Schultz Engineering, LLC TBPE NO. 12327 911 SOUTHWEST PKWY E. College Station, Texas 77840 (979)764-3900